Loading...
HomeMy WebLinkAbout55-06 Parkins Mill WWTF Exp. - Wastewater Treatment Facility - Shawnee - Backfile (2)O_ Lo a: N co O O N N N 1-1 3 j� V O U It tTj co w i J J z Y Of a- / `V) V / 0 m z 0 cn w 0 m a d- rn co co M Q n co / V) U w O x IL LLI 0 z .~J cN w w w O 0 z MATCHLINE AT SOUTH CORNER OF SITE n 0 w w w C" b b w w w w w w w w w Tp V S 'F BOG. �• Pow - �_- IL,t.... .,. ,. :•ram ti' • at 101 0 3 51100*1911 W►��2�924 JAMES INS � l6- A A 4 ZEE, R SITE LOCATION- CONTROL PLAN NOTES: 1. TOPOGRAPHIC SURVEY PREPARED BY ROSS, FRANCE & RATLIFF, LTD., 8802 SUDLEY ROAD, MANASSAS, VA 20110, PH. (703) 361-4188, FAX (703) 361-6353. BOUNDARY METES AND BOUNDS SHOWN ARE THE RESULTS OF THE TOPOGRAPHIC SURVEY. 2. THE HORIZONTAL AND VERTICAL DATUM IS BASED ON GLOBAL POSITIONING CONTROL POINTS PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C., WINCHESTER, VA. 3. THE FREDERICK COUNTY TAX MAP NUMBER FOR THE PROPERTY SHOWN HEREON IS !� TM-76—A-94A. THE PROPERTY WAS ACQUIRED BY THE FREDERICK COUNTY SANITATION AUTHORITY BY DEED RECORDED IN DEED BOOK 683, PAGE 426 OF THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 4. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, AND THUS, DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 5. SITE ADDRESS IS 158 WEST PARKINS MILLS ROAD (STATE ROUTE 644). 6. REFER TO SHEET C-7 FOR PROPOSED SITE LOCATION CONTROL PLAN. 40VL7 IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITIt BLOCK. «ILLIA 11 J. MEI!VERT LESS ACTING UNDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN WINGS ENGINEER, TO ALTER THIS DOCUMENT. ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE N0. 041866 x BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. ' IN CHARGE OF WJM �f,40 0 40 80 DFSIGNFD RY MAB CHFrKFD RY WJM 1 "=An' MARRY '4 j _fit �. .a,+ !'.. s. � .� .�-, _._ i:. �,:? � ' ..; i "•. � ,} .'= ; e` - � G/+• ->+' ^•-Z •�l' -f_'.. �''.+.>...i� 'a.lG)�w-aid' . ^ "r•+. _ _ ^I;+ C QO VCY :i._' .. ��•(` .'1�iii 'lam :`�•.�i.1' _ _--,s•'/A. ;:� ` PR q� '•;.� _>-�-.. .:���_ _p-.� _ � 'yam �'_:_ . � - �� -_-.. = . R ••'•- F;-641.17 7 • , , —� `IVA`. a *114,� \�AOd 0 U e I ER 0 10 loo Fl Q ♦M1ASONRYEY- WLLORINAlloN G. F.F. E)L MASONRY FILTER BLDG. UV AND (No ay.) t� �\ (NO HLINE (SEE ABOVE, THIS SH S�NS�• -jg- A�'J9L•5 ��• RA E F' aRo\& j)G0 8. 96 A'9l -10 low RA 0 1 m (_ L0 cV O O N tV CV N 3 sI" V O U '0)'^ 'co'^ yW N w J J z_ Y ce a_ a V) 0 0 0 m z 0 w a 0) co co M Q ul M co U w O w 0- w O 0 z g J V) ir w 0 0 z g MATCHLINE AT SOUTH CORNER OF SITE vV �s p �. Ns Mk t r::• ~ f w •wC 1 i" �;...- .•.: � „'.:;: _ .,,:a��.-%:, :. Y�f?� :•gam �.. .t.'�' :<•-^•.' Alf J. s.�`si0, JAMES lNS�t�lA ,�g—p►.94 ZEE' RA 46-2 SITE LOCATION/CONTROL PLAN NOTES: 1. TOPOGRAPHIC SURVEY PREPARED BY ROSS, FRANCE & RATLIFF, LTD., 8802 SUDLEY ROAD, MANASSAS, VA 20110, PH. (703) 361-4188, FAX (703) 361-6353. BOUNDARY METES AND BOUNDS SHOWN ARE THE RESULTS OF THE TOPOGRAPHIC SURVEY. 2. THE HORIZONTAL AND VERTICAL DATUM IS BASED ON GLOBAL POSITIONING CONTROL POINTS PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C., WINCHESTER, VA. 3. THE FREDERICK COUNTY TAX MAP NUMBER FOR THE PROPERTY SHOWN HEREON IS TM-76-A-94A. THE PROPERTY WAS ACQUIRED BY THE FREDERICK COUNTY SANITATION AUTHORITY BY DEED RECORDED IN DEED BOOK 683, PAGE 426 OF THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 4. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, AND THUS, DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 5. SITE ADDRESS IS 158 WEST PARKINS MILLS ROAD (STATE ROUTE 644). 6. REFER TO SHEET C-7 FOR PROPOSED SITE LOCATION CONTROL PLAN. IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE BLOCK. let I® �1ILLIA I J.'biEPVERT LESS ACTING UNDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN WINGS Q ENGINEEK TO ALTER THIS DOCUMENT. ARE REPRODUCED 6Y ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE NO. Q. 041866 BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. � IN CHARGE OF WJM ' 40 0 40 80 DESIGNED BY MAB CHECKED BY WJM 1 "=40' DRAWN BY MJH 0 6/30/I NO. DATE 0 0 EX. POLE BLD ;i s i 'Q E L MASONRY .. .,,, •' r.a�. :;,��:.: �: :' - •.fit' • .S w s B, ' ->•;�p_A.=.. _rn�l. a:.f:-�.y;..-...^-•iq :.L- :•.. •Ty. �MIN. �+r- 3. 'ti7 0 ® — .: t-•+ {�—Ls •fir`-`' —�� �.1?�."'l-i— �t � Q i, •rat cx ..>' M �_',y��••- s x ,� .,om arLCa T AAr ISSUED FOR ESC PLAN REVIEW ISSUED FOR VDEQ REVIEW REVISION Act 4tb "as � EN6®ME (NIT, 2006 © O'BRIEN AND GERE, INC. 0 / ir 00 ::; ; �, ,�•,` fir= `�:_� _ 'V fix: =.»•�,t.. ,..w Q MASONRY1„�- M?�� 9 a, BLOCK: = CtiLORINA BLDG. I a,FILBLDG USay.)(No av P(140 MATCHLINE (SEE ABOVE, THI FREDERICK—WINCHESTER SERVICE AUTHORITY PARKINS MILLS WWTF ENR UPGRADE AND EXPANSION WINCHESTER, VIRGINIA eo T O�,WA� S Ns'1�• 6—N"95 xc• R� CIVIL EXISTING SIZE LOCATION AND CONTROL PLAN N7 7 7 FILE NO. 6351.36694-044 DATE C-2 JULY 2006 m CL ul N co O O N N N N U 0 ui d- O U I d- rn co co M w 2 J J_ 2 _z Y Q (L 1-11 V) c� 0 m z 0 V) w 0 et' rn co co M LO M to V) U w O o- a / a_ ui 0 z J o! w O 0 z i MATCHLINE AT SOUTH CORNER OF SITE j / TION -�- XPANSION / OF CASCADE � N:7086445.92 I E.11581836.46 tfv paw Ewa / `\ try panel y NEW HEADWALL LOACATED AT END OF NEW a4" PLANT - EFFLUENT PIPE N:7086377.10 E.11581631.49 (COORDIINATES FOR PIPE AT NORTH SIDE OF XAL SCALE: 1 "=40' N:7086854.99 • �� E:11581379.53 N:7086873.86 • by Panel E 11581293.01 • .. • �� #1 N:7086879.73 N:7087150.19 N:7087187.88 ' E.11581761.08 E-11581803.86 • - - E-11561813.40 0087144.84 #7 N:7086926.43 E1 1581746.59 EA 1581836.47 N:7087127.64 f ° E.11581738.89 N:7086926.43 LE- 115818,36.47 N:7087089.46 ....... E:11581;697.32 PRIMAIW TREW ENT • ODOR CONTROL SYSTEM PRIMARY SLUDGE . • PtW STATION , PRIIWARY SCUM BOX NO. 1 ` n \ HVAC l EOIUIP PAD ` ,i D, i - N:7086926.43 .... • E 11581836.47 ...... N:7087075.58 _ E-11581697.92 N:7086960.42 .. • E.11581823.97 �N:7087075.59 • E.11581697.92 P N:7086926.43 CLA S E 11581836.47 BOX NO. •. N:7086969.49 1-11581757.44 N:7086911.17 E-11581842.18 E.1 1581530.81 • REACTOR NO S X N:7086921.76 E11581870.51 3 14:7086883.69 El 1581525.17 • N:7086891.25 N:7086906.36 BIOLOGICALEl 1581782 61 CLARIFIER E.11581841.30 E 11581452.36 REACTOR NO. a N:7086907.28 NO. 5 . X WVAC E.1 1581589.70 N:7086898.70 N:7086865.46 ....E:11581810.85 ...' EQUP E:11581458.37 • • • • • PAD . • • • N:7086882.97 N:7086899.87 ..... . ... . .. . . " " " ' E:11581609.07 E.11581265.76 N:7088832.12 .... N:7086881.49 ` El1581908.33 �� E11581415.73 E11581813.18 moll - ..- .......... �. 59 N:70868 4. 7 . N:70868�58 ...... .... .. E.11581789. N:7086645.� ........... ... 7086843.58 N: N:7086854.75 E . E.11581769.49 .... DtSTRBUTgN ..... 11581 .53 . .. 1581805.46 ' ... 1.87 N:7086652.16 � �`'�` "` E7 68� .. ......... . . FLOWr .. : E:11581195.85 `�' �.� +�"" METER VAULT o GENERAL NOTES: ... -'-'- -'•'•.......... 1. REFER TO SHEET C-2 FOR EXISTING SITE LOCATION/CONTROL PLAN. NOTES ON BUILDING/STRUCTURE DATA: Eii�si.5 71 1. CORNER COORDINATES SHOWN INDICATE OUTSIDE FACE OF BUILDING/STRUCTURE. 2. FOR CIRCULAR STRUCTURES COORDINATES INDICATE THE CENTER OF THE STRUCTURE. PROPOSED PAVING DATA: 1. REFER TO PROPOSED SITE PLANS FOR CURVE RADII. COORDINATES FOR RADII ARE SHOWN ON THIS SHEET. TRAVERSE DATA SYMBOL Q No. NORTHING EASTING ELEVATION DESCRIPTION 1 7086921.20 11581163.08 638.86 "PK" NAIL IN EDGE OF PAVEMENT 2 7086878.53 11581376.63 645.04 12" METAL SPIKE 6't FROM EDGE OF PAVEMENT 3 7086963.49 11581520.32 651.30 12" METAL SPIKE NEAR A GRAVEL DRIVEWAY 4 7086846.60 11581802.48 669.66 12" METAL SPIKE ON TOP OF STOCKPILE 5 7086468.24 11581613.25 621.94 12" METAL SPIKE IN GROUND 6 7086661.03 11581126.03 621.24 12" METAL SPIKE IN GROUND 7 7087195.22 11581768.16 637.99 "PK" NAIL IN EDGE OF PAVEMENT 8 7086439.38 11581793.53 622.14 12" METAL SPIKE IN GROUND 9 7086799.53 11581223.50 628.59 NOT AVAILABLE Ar , IT IS A VIOLATION OF LAW FOR ANY PERSON, ♦ U--N_-LES�-S- ACTING UNDER fHE DIRECTION OF A N�ILLIAM J. MEfN,ERT III y ENGINEER, TO ALTER THIS DOCUMENT. NO. 041866 IN CHARGE OF WJM DESIGNED BY MAB CHECKED E r 7/17A DRAWN BY MJH L trvp THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. < 1 619.1 N:7086661.70 E11581241.181 A A. UPPER SITE FLOW DIS7R0UT10N BOO( N:7086993.00 El 1581583.30 N:7086923.07 E:11581538.20 ° N:7086918.38 N:7086976.85 El 1581536.40 E.11581538.11 .......... N:7086888.65 E-11581881.46 ......... E-11581 r464.68 ..... ......... I, f . ... . ; . N.7086867.98 E11581574.76 \\� N:7086838.59 HVAC EQWCL E11581909.13 N:708684419 PAD T NO. a E.11581381:74 N:7 .14 d �V ............ • N:7086842.71 E-11 419.77 E:11581512.26 t N:7086 .17 - Lei 155811831.30 E'tiB .12 x PIi1WIRY 3 /t� ..... � «; 858 N:7086.17 ANOXIC E 11581826.46 6776.20 (PAI) ,11581349_54 r 1 % ...... I N:7086816.78 aeac 21 SLR - ... 627.60 E 11581857.59 E:11581 3 N:7086769.74 • r TADS _ 10086778.81 SLUDGE E11581908.22 EXIST I�N•lUl11T FLUENT ti E:1.1581738.78� N:7086815.09 PUMP STATION - - - - - --- - -UMP Sl -- - - - - - - - -- - ----- - . ONO. 1 NO. 2 - f:11581839 08 • � '��" Bl1MM N:7086774.03 ..:. O • • • .. r , EXPANSION E11581847.99 • N:7086763.25 • N:7066748.3 EQUIWULIITON � . • ..... . E 11581801.82 E 11581842.73 ? TAW NO. 1' N:7086743.87 • A;.FP. WE' . N:7086721.90 • ?J SLPPORT . E 11581769.53 E.1158i 807.18 • t 4b O rE'k�T • �j ....... . ... �i. q - 1 .d N:708613-" SLUDGE l� Sy E:115817i37ST18M71ON Jr AWD UTILITY I O ..... • ! p 2' .. ...... BUILDING N:7086666.24 ( `r .95r- E 11 5.82 E 11581757.42 ° • EFFLUENT, • FL 7M ....... . ... . ,::' • ....... . ` • STATION ...... . I N:7086652.59 N:7086642.91 E:11581801.57 E.11581702.28 • � • E:11581607.30 N:7086624.90 E11581748. �N:7086615.80;��' -! - - - N:7086652.97 _ .. ' - --- 1766. 58 74 1 E.11' , E11581021.20 f EFFLUENT' • V._. FLM" • rl Nit NEW DOWER SITE SECONDARY SEOOND iY CLARIFIER FLOW DISTROUTION BOX CLARIFIER CHE MOIIL �. (TO REPLACE EXIST. SEC(II)ARY � 3 z� j�� BUILDING CLARIFIER SPLIT Wo __ `1 • EXIST.A� P° e ww NO. 4 AERATION = MATCHLINE SEE ABOVE ON THIS SHEET PROPOSED SITE LOCATION CONTROL PLAN SCALE: 1 "=40' OR VDEC REVISION 0 0 O co V) Iii w r U) LL y cr- a- m z 0 V) w rn co co V) co w 0 w w 0 a z V) LL- ir w 0 a z -- --- ----- ------- ---- — 625 MATCHLINE - SEE SHEET IC-1 1 ". I; IS A VIOLATION OF LAW FOR ANY PERSON, VS-ESS ACTING UNDER THE DIRECTION OF A VILLIAM J. MEfNERT III tINSED Do�" To ALTER THIS DOCUMENT. 0 NO. 041866 > CHARGE OF wim DESIGNED BY TFD CHECKED E DRAWN BY MBL TEMPORARY STONE CONSTRUCTION ENTRANCE (TYP.) SEE DETAIL SHEET C-14 THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE MOCK INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE ROCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. r%gr% F%Ar% 012 rpm r-r r%ru%.rro^.n^kl I'-- I i - - - - -,-- --- -- - . - U, A ti 3: j w li-,- : It u I EXISTING PRELIMINARY_ z C) TREATMENT ----- - ---- S., x c� sp sr-- ------ ;�Frl ---- ------ ---------- 2 LLJ --------- --- ------- ----- - INFLU oft f4! SILT FENCE SEE DETAIL SHEET C— 14 (TYP.) PROJECT BOUNDARY NT PIPE AND NEW HEADWALL M PIPE AND EXISTING HEADWALL XCH EXISTING PIPE INVERT (616.14') m a N O O N N N N rn co ca M t5 2 J J _z Y d / U) 0 3 0 m z c� W co a. w w 0 0 z g / e— I 1313 U EXISTING - ADMIN. BUILDING Lli W - in EXPANSIONLAB 0 Q Z - 0 PROPOSED, INFLUENT, U PUMP`,SF�TiON, �S Z \ \ Lu o 0 \ 0 e •J i �n MASONARY UME PROPOSED PLANT DISTRIBUTION FLOW METER VAULT e O e (EXISTING O BUILDING z STABILZATION BLOWER ' BUILDING BUILDING PERMANENT TURF REINFORCEMENT MAT. PERMANENT TURF REINFORCEMENT MAT. -`''-. �� � � - NORTH AMERICAN GREEN NORTH AMERICAN GREEN 63 5 P300 OR APPROVED EQUAL. (TYP.) P300 OR APPROVED EQUAL (7YP.) BIOLOGICAL REACTOR NO.1 (EXISTING OXIDATION DITCH NO.1) 1: PROPOSED EFFLUENT `{ n �; SILT FENCE BIOLOGICAL REACTOR N0.2 PUMP STATION PROPOSED EFFLUENT (EXISTING OXIDATION DITCH NO ) ,� SEE DETAIL SHEET C-14 � DENIRIFYING - I FILTERS z PRIMARY ANOXIC: TANK EXISTING J.\ ` MAINTENANCE BUILDING NEW LOWER SITE SECONDARY CLARIFIER FLOW DISTRIBUTION BOX \ �. (TO REPLACE EXIST. SECONDARY CLARIFIER SPLIT BOXvpv I _ `C` 1 n : - __ � I r v ` i! BIOLOGICAL REACTOR NO.3 e ® ISITNG OXIDATION DITChf NO.2) e e _ _ i[� i _ PROPOSED CHEMICAL V, O O 10 PICAL REACTOR N 4 OXIC knON DITCH 0.2) • 0 0 e MILUINU i (EXISTINGFILTRATION) III' N , I: i r � r \ - EXISTING UV AND O f EXISTING SECONDARY POST AERATION 630 CLARIFIER l i NO. 4 EXISTING SECONDARY CLARIFIER NO 3 - J _ OIL O -- -, I - -_ SIF > r' - / J I 1 .I �- — - PROPSOED UTILITY 'WATER PUMP i�T�►TI014 J r j r _ l z _ A i PROPWO 24e PLANT EFFLUENT PIPE % 0� ,4; IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. ,' ACTING UNDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS WII,LIAM J. I�'�INERT III C !&I��NISED ENGINEER, TO ALTER THIS DOCUMENT. ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE � � N0. 041866 BLOCK TO DETEININE THE ACTUAL SCALE OF THIS DRAWING. IN CHARGE OF WJM ssl�NAi �V DESIGNED BY TFD CHECKED BY WJM 20 0 20 40 f 1 "=20' DRAWN BY MBL 1 1 7/17/06 ISSUED FOR ESC PLAN REVIEW 0 6/30/06 ISSUED FOR VDEQ REVIEW NO. DATE REVISION INIT. E_= 08 MI996ME 2006 © O'BRIEN AND GERE, INC. MATCHLINE - SEE SHEET C-10 FREDERICK-WINCHESTER SERVICE AUTHORITY PARKINS MILLS WWTF ENR UPGRADE AND EXPANSION WINCHESTER, VIRGINIA CIVIL FILE NO. GRADING / STORM WATER / EROSION CONTROL 6351.36694-037 PLAN DATE C-1 1 LOWER SITE JULY 2006 m a ul r N co O O N 11-11 N N c� 3 0 06 M 0 U rn co co M cn Li w 2 En J J_ z Y cn C9 3 0 m z U cn w 0 IL d- rn co co d cn Lo M to U w 0 Ir a uj 0 0 cn It w 0 z TEMPORARY STONE CONSTRUCTION ENTRANCE (TYP.) SEE DETAIL SHEET C-14 O W ILLIAM 1. MEINERT III NO. 041866 l®NAL�1� IN CHARGE OF WJM DESIGNED BY TFD CHECKED BY WJM T�)-* 1 DRAWN BY za THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REED BY ANY MEANS. USE THE GRIT" SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. MATCH LIFE 'B-B' FOR CONTINUATION SEE DWG. C-11 ISSUED FOR ESC PLAN REVIEW ISSUED FOR VDEQ REVIEW REVISION NJ • INIT. 1 2006 OO O'BRIEN AND GERE, INC. FREDERICK-WINCHESTER SERVICE AUTHORITY PARKINS MILLS WWTF ENR UPGRADE AND EXPANSION WINCHESTER, VIRGINIA 90'x15' (OUTSIDE DIMENSIONS) TEMPORARY SEDIMENT TRAP. SEE DETAIL SHEET C-14 PERMANENT TURF REINFORCEMENT MAT. NORTH AMERICAN GREEN P300 OR APPROVED EQUAL (TYP.) CIVIL GRADING / STORM WATER / EROSION CONTROL PLAN JPPER SITA FILE NO. 6351.36694-038 DATE I C-1 2 JULY 2006 2 0_ Lo N co 0 0 N N N N c 0 a c ca M, i w z Y o: a a c c i cc z c� LL a 14 cc cc 1^, a v� m w a a z a pll WOVEN WIRE OR SEDIMENT CONTROL FABRIC ATTACHED CHICKEN WIRE USING "HOG RINGS" OR PLASTIC TIES FENCING 10'10" MAX. z_ a to 1n 6" MIN. COMPACTED N 6" MIN. SOIL BACKFII I TOE -IN FABRIC TO GROUND "LUGGED -Um OR " f" STEEL FENCE POST (TYP.) 1. CONSTRUCTION SPECIFICATIONS: SILT FENCE SHALL BE PLACED AS INDICATED ON THE GRADING/UTILITY PLANS AND AS DESCRIBED IN THE PROJECT SWPPP. 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS : STEEL EITHER T OR U TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED FENCE : WOVEN WIRE 14.5 GAUGE EVERY 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING 4. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH : ADJOIN EACH OTHER THEY SHALL BE OVER- MINIMUM TENSILE LAPPED BY SIX INCHES AND FOLDED. STRENGTH OF 120 LBS. 5. MAINTENANCE SHALL BE PERFORMED AS (ASTM D-16826) NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. PREFABRICATED UNIT 6. FENCE TO BE ALIGNED ALONG CONTOUR MIRAFI ENVIROFENCE, AS CLOSELY AS POSSIBLE. OR APPROVED EQUAL 7. FENCE SHALL BE DOUBLED AT THE TOE OF ALL SLOPES GREATER THAN 15 PERCENT STANDARD SYMBOL SF SF AND ADJACENT TO ANY WETLANDS. SILT FENCE DETAIL NOT TO SCALE SEE END SECTION/ END CRADLE DETAIL 10' ON THIS SHEET00 STORM INLET/OUTLET :\ I A Q 0000000 Q 3 (PIPE 0) C-14 � O T- 8• EXTEND RIP -RAP 1 /2 WAY UP PIPE 30' PLAN VIEW 6" BEDDING VDOT TYPE 1 SIZE #21-8 12" MIN. 4" TOPSOIL VDOT CLASS 1 3 RIP -RAP 6"� 1, �1 10' OR AS DIRECTED 3 ON PLAN FILTER FABRIC MIRAR 60OX OR SECTION A APPROVED EQUAL C-14 NOTES: 1. ALL RIP -RAP SHALL BE PLACED ON 6" GRANULAR BEDDING RIP -RAP OUTLET PROTECTION DETAIL r�r 1 CREST SECTION rB C-14 rA C-14 EXISTING GROUND EXISTING GROUND TOE OF SWALE - TOP OF ROCK SWALE - CHECK DAM A I -14 1'-6" MIN. fr%A-%\ co V) FILTER FABRIC MIRAFI 60OX OR EQUAL FILTER FABRIC MIRAFI 60OX OR EQUAL B C-14 FLOW DIIREC11ON 1 PLM m TOP OF SWALE 1'-6" MIN. (TYP) VDOT COARSE #1 AGGREGATE CONSTRUCTION SPECIFICATIONS \�-_> 1. VDOT COARSE #1 AGGREGATE SHALL BE PLACED ON A FILTER FABRIC FOUNDATION. 2. SET SPACING OF CHECK DAMS SUCH THAT THE ELEVATION OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5' BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. ROCK CHECK DAM DETAIL NOT TO SCALE FILTER FABRIC MIRAFI 60OX OR APPROVED EQUAL �v �'LI � NOT TO SCALE p�� �r w 'C, IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. LESS ACTING UNDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS V,"ILLIAN1I MEINERT III ENGINEER, To ALTER THIS DOCUMENT. ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE NO. 041866 BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. W Al ��, �' IN CHARGE OF WJM DESIGNED BY TFD CHECKED BY WJM NOT TO SCALE DRAWN BY MBL 7 peb 10' T EXISTING f PAVEMENT 10' DITCH BOTTOM CUTOFF TRENCH DESIGN BOTTOM 6' MIN. 2 1 1MIN. 2' NOTES: 1. SEED AND COVER WITH REINFORCEMENT MATTING C125 BY NORTH AMERICAN GREEN OR APPROVED EQUAL 2. INSTALL REINFORCEMENT MATTING PER MANUFACTURER'S RECOMMENDATIONS. 3. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED TO NOT INTERFERE WITH FUNCTIONING--OF-SWALES. 4. MAXIMUM LONGITUDINAL SLOPES: TEMPORARY DIVERSION SWALE #1 = 40% TEMPORARY DIVERSION SWALE #2 = 5% 5. STABILIZATION OF THE SWALE SHALL BE COMPLETED WITHIN 7 DAYS OF INSTALLATION. TEMPORARY DIVERSION SWALE NOT TO SCALE CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE: USE VDOT #1 COARSE AGGREGATE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH: AS REQUIRED, BUT NOT LESS THAN 70 FEET. EXISTING 3. THICKNESS: NOT LESS THAN 6'. PAVEMENT 4. WIDTH: 24' MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE EGRESS OCCURS. 5. FILTER FABRIC (MIRAFI 60OX OR EQUAL): WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS NOT POSSIBLE, A MOUNTABLE BERM 3' WIDE (MIN.) WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE: THE ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS AIN DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC AIN. RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE „��,���� sn��.�.� ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON OR APPROVED EQUAL SE.UQN B AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO ADJACENT SEDIMENT C-14 BASINS. MAINTECE SHALL BE STABILIZED CONSTRUCTION ENTRANCE DETAIL 9. WE�R_II THE IPROJE TOST STORM WATERANDDPOLUTION PREVENTION PLAN PROVIDED IN ACCORDANCE NOT TO SCALE (OPTIONAL -SEE NOTE 6) MOUNTABLE BERM 70' MIN. SECTION rA �14 nA" ulu ORIGINAL GROUND ELEVATION 61 CU. YD. N 54 CU. YD. (EXCAVATED) VDOT CLASS I RIPRAP 1' VARIABLE * VARIABLE* I VARIABLE FILTER \-ORIGINAL GROUND FABRIC ELEVATION VDOT CLASS I RIPRAP COARSE AGGREGATE JERSION <E / �n_�_ //// S l X )COARSE AGGREGATE EXCAVATED / FILTER AREA ----- FABRIC OUTLET (PERSPECTIVE VIEM ..-,MP---OF DIVERSION DIKE TOP OF COARSE AGGREGATE W AND VDOT CLASS I RIP RAP Ho ►►L 1.5 0.5 2.0 a a a 2.0 1.0 2.0 D oaQ D 2.5 1.5 2.5 �o D a D D a D a3.5 /D%60 3.0 2.0 2.5 2.5 3.0 ca � HO H4.0 3.0 3.0 D a a a 4.5 5.0 3.5 4.0 4.0 4.5 EXCAVATED AREA MAX. DEPTH = 4' ORIGINAL GROUND ELEVATION NOTES: 1. COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5. 2. GEOTEXTILE FABRIC SHALL BE MIRAFI 60OX OR APPROVED EQUAL. TEMPORARY SEDIMENT TRAP DETAIL NOT TO SCALE